Write your message
Volume 7, Issue 13 (Spring & Summer 2011 2011)                   Marine Engineering 2011, 7(13): 75-81 | Back to browse issues page

XML Persian Abstract Print

Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
Skafi M, Morovati H, Lari K. 2d Analysis Of Scour And Stability Rubble-Mound Breakwater Toe By Physical Model. Marine Engineering 2011; 7 (13) :75-81
URL: http://marine-eng.ir/article-1-167-en.html
2d Analysis Of Scour And Stability Rubble-Mound Breakwater Toe By Physical Model
Majid Skafi * 1, Hossain Morovati1 , Kamran Lari1
1- Islamic Azad University, North Tehran branch
Abstract:   (8639 Views)
In this study two breakwater models with different conditions of bed, waves and water level are employed to analyze the toe stability and scour depth. The tests are conducted with regular waves. It is found that the scour depth in front of the rubble-mound breakwater depends on wave height, structure slope, water level and wave period, but the results reveal the effect of wave period toe is more than others. So that long period waves with more energy can be a threat for rubble-mound breakwater. Also the results of the toe stability and scour depth are given in the form of diagrams.
Keywords: Rubble-mound breakwater, Toe stability, Scouring, Wave period.
Full-Text [PDF 351 kb]   (2708 Downloads)    
Type of Study: Research Paper | Subject: Environmental Study
Received: 2012/02/6 | Accepted: 2013/10/19
Send email to the article author

Rights and permissions
Creative Commons License This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.

Creative Commons License
International Journal of Maritime Technology is licensed under a

Creative Commons Attribution-NonCommercial 4.0 International License.